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Structural Plans 20220173 - 10 Natasha Structural Issue 190123 · OPW22/0299

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Original PDF page 6, section 1. The text section number identifies this passage in the reader.

                    SCHEDULE OF CONCRETE ELEMENTS                                                                       SCHEDULE OF FRAMING ELEMENTS
                    SCREW PIERS                                                                                         STEEL COLUMNS
                     MARK          REMARKS                                                                              MARK       SIZE            DESCRIPTION  COMMENTS
                     SP1           200 kN SWL                                                                           SC1        89x89x5.0 SHS   STEEL COLUMN
                     SP2                                                                                                SC2        89x89x3.5 SHS   STEEL COLUMN
                    •    SCREW PIERS TO BE DESIGNED AND CERTIFIED BY OTHERS.



                    PILE CAPS                                                                                           STEEL FRAMING
                    MARK           LENGTH         WIDTH           DEPTH                                                 MARK       SIZE            DESCRIPTION        COMMENTS
                    PC1            4700           2600            450                                                   PP1        300x45 LVL 13   POLE PLATE         FIXED TO WALL WITH M16 CHEMICAL ANCHORS AT 900 MAX CRS
                    PC2            1800           1100            450                                                   PP2        140x45 MGP12    POLE PLATE         FIXED TO WALL WITH M16 CHEMICAL ANCHORS AT 900 MAX CRS
                    PC3            1100           1100            450                                                   PP3        200x45 LVL 13   POLE PLATE         FIXED TO WALL WITH M16 CHEMICAL ANCHORS AT 900 MAX CRS
                    PC4            1100           600             450                                                   PP4        120x45 MGP12    POLE PLATE         FIXED TO SLAB WITH M12 CHEMICAL ANCHORS AT 900 MAX CRS
                    PC5            3200           2200            450                                                   R1         300x45 LVL 13   RAFTER             AT 900 MAX CRS
                                                                                                                        R2         140x45 MGP12    RAFTER             AT 900 MAX CRS
                                                                                                                        R3         200x45 LVL 13   RAFTER             AT 900 MAX CRS
                    PAD FOOTINGS                                                                                        R4         90x45 MGP12     RAFTER             AT 900 MAX CRS
                    MARK           LENGTH         WIDTH           DEPTH                                                 R5         190x45 MGP12    RAFTER             AT 900 MAX CRS
                    PF1            1600           1600            450                                                   RB1        250 PFC         ROOF BEAM
                    PF2            1400           1400            450                                                   RB2        180 PFC         ROOF BEAM
                    PF3            1800           700             450                                                   VB1        89x89x5.0 SHS   VERTICAL BRACING
                                                                                                                        WH2        200 PFC         WALL HEAD
                    GROUND BEAMS                                                                                        WS1        89x89x5.0 SHS   WINDOW SILL
                    MARK               WIDTH          DEPTH       COMMENTS
                    GB1                 800            450
                    GB2                 500            450
                    GB3                 1100           400
                    GB4                 700            400
                    GB5                 500            400
                    GB6                 300            400


                    CONCRETE BEAMS
                    MARK           SIZE           COMMENTS
                    CB1            550dx400w
                    CB2            500dx400w


                    STRIP FOOTINGS
                    MARK           WIDTH          DEPTH
                    SF1            450            450
                    SF2            800            300

                    EDGE THICKENINGS
                    MARK           DESCRIPTION    REMARKS
                    ET1            200d x 250w


                    CONCRETE COLUMNS
                    MARK           SIZE           DESCRIPTION          COMMENTS
                    CC1            300x300        CONCRETE COLUMN
                    CC2            300Ø           CONCRETE COLUMN


                    WALL SCHEDULE
                    MARK          VERT REINF.    HORIZ REINF.   DESCRIPTION                    REMARKS
                    BC1              REFER         DETAIL       300 SERIES BLOCKWORK COLUMN
                    BU1             N12-400        N12-400      200 SERIES BLOCKWORK UPSTAND
                    BW1             N20-200        N16-400      300 SERIES BLOCKWORK
                    BW2             N16-200        N16-200      200 SERIES BLOCKWORK
                    BW3             N16-200        N12-200      200 SERIES BLOCKWORK
                    BW4             N12-400        N12-400      200 SERIES BLOCKWORK
                    BW5             N12-400        N12-400      150 SERIES BLOCKWORK
                    CW1            S12-200 EF     S12-200 EF    200 THICK CONCRETE             POOL WALLS




                                                                                                                                                                                                                                                                                                                                         INFORMATION
                                                                                                                                                                                                                                                                                                                                             NOT FOR CONSTRUCTION
                                                                                                                                                                                                                                                            Client                             Status                                Title
                                                                                                                                                                                                                                                             MARK BAIN                          INFORMATION
                                                                                                                                                                                                                                                                                                                                     MASTER MEMBER SCHEDULES
                                                                                                                                                                                                                                                            Drawn By         Designed By       Approved By
                                                                                                                                                                                                                                                              JAL              JM               JO
                                                                                                                                                                                                                                                            Project No.      Discipline        Scale

                                                                                                                                                                                                                               [email protected]       20220173         STRUCTURAL                              (at A1)

                                                                                                                                                                                                                                                            Project Name
                                                                                                                                                                                                                               37 MARY ST NOOSAVILLE, QLD                                                                            Drawing No.                                      Revision
1     04.11.22 ISSUE FOR INFORMATION                                                                        JAL   JO                                                                                                                                         NOOSA VILLAS
                                                                                                                                                                                                                               07 5211 1003                                                                                           S010                                             1
Rev     Date   Description                                                                                  By    Chk                                                                                                                                        10 NATASHA AVE & 24 KATHARINA ST, NOOSA HEADS QLD
                                                                                                                                                                                                                                                                                                        FULL SIZE ON ORIGINAL    0           10    20   30   40   50   60   70   80        90    100 mm

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